S-4-0 - COLD FORMED DETAILS.PDF
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- Solicitation number
- 36C25020B0030
About this file
This presolicitation notice is for a new MRI site preparation project at the Dayton VA Medical Center in Dayton, Ohio. The Department of Veterans Affairs Network Contracting Office 10 is seeking a Service-Disabled Veteran-Owned Small Business to provide all labor, supervision, materials, and equipment to prepare the site for a new building to house MRI equipment, as outlined in the drawings and specifications. The performance period is 245 calendar days from notice to proceed. The solicitation will be issued on or around March 20, 2020, with proposals due approximately 30 days later. The project value is between $2,000,000 and $5,000,000, and the NAICS code is 236220 with a small business size standard of $39.5 million. The SDVOSB must be registered in various websites and perform a minimum of 15% of the construction work. Bid, payment and performance bonds will be required, along with a site visit. Amendments will be posted on FBO.gov and questions should be emailed to the contracting officer.
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Text version
COLD FORMED METAL STUD WALL SCHEDULE
EXTERIOR STUDS
INTERIOR STUDS
TYPICAL CORNER
6"x18GA. 6"x18GA. SEE ARCHITECTURAL
NOTES:
• HORIZONTAL BRIDGING REQUIRED AT 4'-0" O.C. MAX.
• SEE TYPICAL COLD FORMED METAL STUD WALL ELEVATION ON THIS SHEET FOR
ADDITIONAL INFORMAITON.
• SEE COLD FORMED HEADER SCHEDULE ON THIS SHEET FOR ADDITIONAL INFORMATION.
• SEE TYPICAL COLD FORMED DETAIL ON THIS SHEET FOR ADDITIONAL INFORMATION.
• THE METAL STUD SIZES, GAUGE, AND SPACING SHOWN IN THE METAL STUD SCHEDULE
APPLIES ALL METAL STUDS ON THE PROJECT UNLESS THE SECTIONS OR PLANS INDICATE
DIFFERENT METAL STUD DESIGNS. THE METAL STUD SIZE, GUAGE, & SPACING SHOWN IN
THE SECTIONS ANS PLANS SUPERSEDES THE METAL STUD DESIGNS SHOWN IN THE WALL
SCHEDULE.
1/2"Ø ANCHOR BOLTS
@ 4'-0" O.C. TYP.
1'-0" MAX.
CONT. METAL
TRACK, TYP.
PROVIDE HORIZONTAL STUD
BRIDGING @ 4'-0" O.C. VERT.
MAX. SEE TYP. DETAIL ON
SHEET S-4.0
SEE TYPICAL SILL/JAMB
DETAIL
SEE COLD FORMED WALL
STUD SCHEDULE
HEADER AT OPENINGS
SEE PLAN AND SCHEDULE
WF (BEYOND)
CONT. METAL TRACK
T/PARAPET
JST. BRG.
SIDE OF OPENING
JAMB STUD TO SUPPORT
HEADER - TYPICAL SEACH
SEE TYPICAL BOX HEADER
TO JAMB CONN. DETAIL
ON SHEET S-4.0
TYPICAL COLD FORMED METAL STUD WALL ELEVATION
NOTES:
• AT WALL LOCATIONS WHERE MULTIPLE STUDS ARE REQUIRED TO SUPPORT VERTICAL
LOADS, A CONTINUOUS LOAD PATH SHALL BE PROVIDED TO SUPPORT THOSE LOADS
THROUGH THE STRUCTURE TO THE FOUNDATIONS. THIS MAY BE ACCOMPLISHED
THROUGH THE USE OF RIM JOISTS, SQUASH BLOCKS OR OTHER APPROPRIATE MEANS
BASED ON LOCATION AND DETAILING CONSIDERATIONS.
• SEE COLD FORMED STUD WALL SCHEDULE FOR SIZE AND SPACING OF LIGHT GAUGE
WALL STUDS.
TYPICAL METAL STUD TO
METAL STUD CONNECTION TYPICAL METAL STUD CONNECTION
TYPICAL CONNECTION TO
METAL STUD TRACK
TYPICAL METAL STUD CONNECTION DETAILS
4" METAL
STUD 8" METAL STUD
#10-16 SCREWS @
2'-0" O.C. MAX.
METAL STUD
METAL STUD
(4) #10-16 SELF-DRILLING
SHEET METAL SCREWS (UNO)
METAL STUD
TRACK#10-16 SDS EA
STUD FLANGE
JAMB STUDS ATTACHED W/
TRACK ATTACH TRACK TO JAMB W/
(1) #10-16 SCREW @ 16" O.C.
ON EA. LEG, & (2) #10-16 SCREW
INTO WEBS @ 16" O.C.
TYPICAL JAMB STUD DETAIL
OPENING
1 1/2"x1 1/2"x16GA. CLIP
ANGLE FASTEN TO STUD &
CRC W/(2) #10 PER CONN.
METAL STUD
SEE PLAN FOR
SIZE & GA.
1 1/2"x16GA. COLD ROLLED
CHANNEL (CRC). BRIDGING
SPACED @ 4'-0" O.C. MAX.
TYPICAL WALL BRIDGING DETAIL
(3) #12-24 TEKS-5
SD SCREWS
1/2"
PROPRIETARY
SCREWS BY
DIETRICH
3-1/2" FastClip SLIDE CLIPS
FastClip BY DIETRICH INDUSTRIES INC.
1/2"
TRACK EQUAL
TO STUD SIZE
AND GAUGE
(6) #12 TEKS
IF FastClip ID LOCATED AT
STANDARD WEB OPENING IN
METAL STUD
TYPICAL FastClip ATTACHMENT DETAILS
TYPICAL BOX HEADER TO JAMB CONNECTION
8"x18GA. TRACK
W/(6) #10-16 SCREWS
TO JAMB &(3) #10-16
SCREWS TO EA. SIDE
OF HEADER
BOX HEADER
SEE BOX HEADER
FOR ADD'L. INFO.
CONT. TRACK
WALL STUDS
SEE WALL
SCHEDULE
DIETRICH EASYCLIP S-SERIES TOP & BOT.
W/(2) #10-16 SCREWS TO JAMB
& (2) #10-16 SCREWS TO HEADER
8"x18GA. TRACK W/ (6)
#10-16 SCREWS
TO JAMB & (3) #10-16
SCREWS TO EA. SIDE
OF HEADER
HEADER ATTACHMENT
FOR ADD'L INFO
FULL HEIGHT JAMB STUDS.
SEE BOX HEADER SCHEDULE
COLD FORMED 6" HEADER SCHEDULE
FIELD
H6-18 6"x6" (3) 6"x18GA (2)
H3.6-18 6"x3 5/8" (3) 3 5/8"x18GA 6"x18GA (2)
HEADER SIZE METAL STUDS TOP & BOT. TRACK # OF JAMB STUDS AT
EACH END OF HEADER
H6-16 6"x6" (3) 6"x16GA (2)
6"x18GA
6"x16GA
H8-16 6"x8" (2) 8"x16GA (2)6"x16GA
COLD FORMED HEADER PROFILES
6" TRACK
3 5/8" STUD
(10) #10-16 TEKS
@ 16" O.C., TYP
6" TRACK
6" STUD
(10) #10-16 TEKS
@ 16" O.C., TYP
6x3 5/8 6x6
6" TRACK
8" STUD
(8) #10-16 TEKS
@ 16" O.C., TYP
6x8
Project Number
Office of Construction and Facilities Management
Building Number
Drawing Number
VA FORM 08-6231
CONSULTANTS: ARCHITECTS/ENGINEERS: ARCHITECTURAL PROJECT #
VA Building th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t
F
E
D
C
B
A
F
E
D
C
B
A
987654321
987654321
Project Title
Location
Date Checked Drawn
Drawing Title
Approved: Project Director
7850 Freeway Circle
440.243.2000 t
Cleveland, OH 44130
440.243.3305 f
KEY PLAN
Dwg. of
BID & CONSTRUCTION
FULLY SPRINKLERED
PHILIP P. KIRK
CHIEF ENGINEER
:1 :1
A M
C R e vi t Lo c a l Fi le s\
S tr u c t _ R m g ib b o n s@ th o rs o n b a k er .c o m .r vt
COLD FORMED DETAILS
S-4.0 Checker Designer
CSI-176
NEW MRI SITE PREP
02/20/2020
4100 WEST THIRD ST, DAYTON, OH 45428
18106
Revisions Date
65% DD SUBMISSION 07/29/2019
95% CD SUBMISSION 10/07/2019
BID & CONSTRUCTION 12/19/2019
CAM REVIEW 02/21/2020
ADDENDUM #1 06/10/2020
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